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Publication numberUS8201384 B2
Publication typeGrant
Application numberUS 12/096,282
PCT numberPCT/AT2006/000481
Publication dateJun 19, 2012
Filing dateNov 23, 2006
Priority dateDec 7, 2005
Also published asCA2632523A1, CA2632523C, DE502006003141D1, EP1957726A1, EP1957726B1, US20090013628, WO2007065182A1
Publication number096282, 12096282, PCT/2006/481, PCT/AT/2006/000481, PCT/AT/2006/00481, PCT/AT/6/000481, PCT/AT/6/00481, PCT/AT2006/000481, PCT/AT2006/00481, PCT/AT2006000481, PCT/AT200600481, PCT/AT6/000481, PCT/AT6/00481, PCT/AT6000481, PCT/AT600481, US 8201384 B2, US 8201384B2, US-B2-8201384, US8201384 B2, US8201384B2
InventorsStefan Krestel
Original AssigneeStefan Krestel
Export CitationBiBTeX, EndNote, RefMan
External Links: USPTO, USPTO Assignment, Espacenet
Girder-like structural element composed of individual parts connected to one another
US 8201384 B2
Abstract
A beam-like structural component (2) made up of individual parts connected to each other, comprising at least one flange (9) and at least one web (1), which structural component is easy to produce and exhibits high load-bearing capacity and torsional rigidity, is characterized in that the web (1) is formed by web members (6) extending transversely to the longitudinal extension of the web (1), with web members (6) forming a linear longitudinal area (4, 5) extending across the length of the web (1) and with, in each case, two adjacent web members (6) extending toward different narrow edges (7, 8) of the flange (9) starting from the longitudinal area (4, 5) of the web (1) so that one web member (6) rests against the flange (9) with one side of the web (1) and the adjacent web member (6) rests against the flange (9) with the opposite side of the web (1) and the web members (6) exhibit the shape of an “S” (FIG. 1E).
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Claims(23)
1. A beam-like structural component made up of individual parts connected to each other, comprising at least one flange and at least one web, wherein the web is formed of a single plate and is made up of web members, wherein web members form a linear longitudinal area extending across the length of the web, and wherein the web members extend transversely to the extension of the linear longitudinal area and, in each case, two adjacent web members extend toward different narrow edges of the flange starting from the longitudinal area of the web so that one web member rests against the flange with one side of the web and the adjacent web member rests against the flange with the opposite side of the web, wherein the web members exhibit the shape of an “S” and that a continuous cavity extending longitudinally is formed between the linear longitudinal area and the at least one flange and wherein ends of the web, which extend along a longitudinal narrow edge of the flange, terminate flush with at least a portion of an outside of the flange.
2. A structural component according to claim 1, wherein the web members are formed with one end of a linear longitudinal edge extending across the length of the web, from which adjacent web members extend toward different narrow edge regions of the flange.
3. A structural component according to claim 1, wherein the web is formed by integrally connected web members, wherein in each case, two adjacent web members are integrally connected to each other on at least one longitudinal area, in particular on one of the longitudinal edges.
4. A structural component according to claim 1, wherein the ends of the web members project into a notch formed in the flange parallel to the length of the beam-like structural component and are connected there to the flange.
5. A structural component according to claim 4, wherein the notch exhibits an extension which is transverse to the longitudinal edge of the web members and is of a size that equals half the thickness of the web members at the longitudinal edge thereof.
6. A structural component according to claim 1, wherein the web members are arranged directly adjacent to each other and are separated from each other by a maximum distance on the order of the width of a saw kerf.
7. A structural component according to claim 1, wherein adjacent web members are provided at a distance corresponding to at least the width of a web member.
8. A structural component according to claim 1, wherein the ends of the web which extend along the longitudinal sidewall of the flange terminate flush with at least a portion of the outside of the flange as a result of machining which is performed on a supporting member made up of several structural components.
9. A structural component according to claim 1, wherein the ratio of the width of a flange to the height of the web ranges between 1:20 and 1:1.
10. A structural component according to claim 1, wherein it is formed from wood, with the flange preferably being manufactured from sawn timber and the web preferably being manufactured from plywood.
11. A structural member according to claim 10, wherein the web is formed from a plywood having at least three layers of wood, with the wood fibres of the outside of the plywood extending in the longitudinal direction of the structural component.
12. A structural component according to claim 1, wherein an adhesive material is used for connecting the individual parts.
13. A structural component according to claim 1, wherein the cavity defined by the web and the flange is filled with material selected from the group consisting of silica sand, cellulose flakes, pearlites, and PU-foam.
14. A structural component according to claim 1, wherein the web members extend beyond the flange on both sides thereof and are interconnected on both ends with a double-S and a linear longitudinal edge being formed.
15. A structural component according to claim 14, wherein the longitudinal edges of the web which project beyond the flange are formed integrally.
16. A structural component according to claim 14, wherein the flange is arranged on a central plane of symmetry of the structural component.
17. A structural component according to claim 14, wherein a further flange is provided on at least one longitudinal edge of the web.
18. A structural component according to claim 14, wherein adjacent web members are formed by cutting into a plate alternately, namely once from a longitudinal edge region and once from the opposite longitudinal edge region, wherein the end regions of the web members, which project beyond the flange, are in each case connected to each other by means of a further flange.
19. A structural component according to claim 1, wherein the web members are designed so as to be integrally connected in an area located between their ends with regard to their lengths and wherein the parts of the web members which extend away from said area toward one side and toward the other side in each case extend toward the flange in a manner bent in the same direction or in an opposite direction.
20. A structural component according to claim 1, wherein the ratio of the width of a flange to the height of the web ranges between 1:6 to 1:1.
21. A structural component according to claim 1, wherein the ratio of the width of a flange to the height of the web ranges between 1:3.5 to 1:2.5.
22. A supporting member formed from two or several structural components according to claim 1, wherein structural components are arranged next to each and are connected to each other with the flanges being arranged in one plane.
23. A supporting member according to claim 22, wherein flanges lying an one surface, in particular one plane, are formed integrally with a plate being formed, wherein the end regions of the web members are inserted into grooves incorporated into the plate.
Description

The invention relates to a beam-like structural component made up of individual parts connected to each other, comprising at least one flange and at least one web.

It is known to manufacture a structural component having one flange and two webs, with the two webs forming a triangle together with the flange, as an extruded profile.

From GB 560 913 A, a plate-shaped supporting member is known which is formed by an upper plate and a lower plate, between which a structural component having a meander-shaped cross-section is inserted which is connected both to the upper plate and to the lower plate.

AT 285 129 B relates to a wall element comprising a number of boards assembled in a zigzag-shaped manner and connected to each other at their ends, with projecting grooves being provided at the two longitudinal edges of each board, whereby the boards can be connected to form a continuous component part inserted between an upper plate and a lower plate.

Furthermore, it is known to insert honeycombed structures between two flat plates, wherein the honeycombs are formed by honeycombs extending vertically to the two plates.

It is the object of the invention to provide a structural component of the initially described kind which is manufacturable in a particularly simple manner and exhibits not only a high load-bearing capacity but also a very high torsional rigidity. Furthermore, it should be possible to form plate-shaped supporting members with such a structural component.

According to the invention, said object is achieved in that the web is formed by web members extending transversely to the longitudinal extension of the web, with web members forming a linear longitudinal area extending across the length of the web and with, in each case, two adjacent web members extending toward different narrow edges of the flange starting from the longitudinal area of the web so that one web member rests against the flange with one side of the web and the adjacent web member rests against the flange with the opposite side of the web and the web members exhibit the shape of an “S”.

A simple basic shape of the structural component is characterized in that web members form with one end a linear longitudinal edge extending across the length of the web, from which longitudinal edge adjacent web members extend toward different narrow edge regions of the flange.

Simple manufacture of a web can be effected if the web is formed by integrally connected web members, wherein, in each case, two adjacent web members are integrally connected to each other on at least one longitudinal area, in particular on one of the longitudinal edges.

Rationalization of the assembly can be achieved if the ends of the web members project into a notch of the flange and are connected there to the flange, whereby also a smooth web surface is achievable in this manner.

The last described embodiment is preferably developed further in that the notch exhibits an extension which is transverse to the longitudinal edge of the web members and is of a size that equals half the thickness of the web members at the longitudinal edge thereof.

For particularly stable structural components it is advantageous if the web members are arranged directly adjacent to each other and are separated from each other by a maximum distance on the order of the width of a saw kerf.

If webs are produced from plates by punching, material saving can be achieved in that adjacent web members are provided at a distance corresponding to at least the width of a web member.

An optically perfect construction is achievable if the ends of the web which extend along the longitudinal sidewall of the flange terminate flush with at least a portion of the outside of the flange, preferably as a result of machining which preferably is performed on a supporting member made up of several structural components.

In order to achieve a particularly high load-bearing capacity with, at the same time, excellent torsional rigidity, the ratio of the width of a flange to the height of the web ranges between 1:20 and 1:1, preferably from 1:6 to 1:1, in particular from 1:3.5 to 1:2.5.

The structural component is preferably characterized in that it is formed from wood, with the flange preferably being manufactured from sawn timber and the web preferably being manufactured from plywood, the web suitably being formed from a plywood having at least three layers of wood with the wood fibres of the outside of the plywood extending in the longitudinal direction of the structural component. Constructions of this kind provide a particularly good ratio between the dead weight and the load-bearing strength. In addition, low-grade sawn timber from the sawmill industry can be used for the flange, resulting in an increase in the added value of said timber.

An adhesive material, in particular glue, preferably synthetic resin glue or PU-glue, is suitably used for connecting the individual parts.

Suitably, the cavity defined by the web and the flange is filled with a material such as silica sand, cellulose flakes, pearlites, PU-foam, etc. This filling leads to solutions for all kinds of problems, such as, e.g., for satisfying thermic and acoustic demands. As desired, the filling can occur prior to or after the installation of a structural component, the latter involving the advantage of easier manipulation, particularly since in that case only the lightweight hollow structural components have to be transported.

According to a preferred embodiment, the web members extend beyond the flange on both sides thereof and are interconnected on both ends with a double-S and a linear longitudinal edge being formed, whereby load-bearing capacity and also torsional rigidity may be increased even further.

Preferably, the longitudinal edges of the web which project beyond the flange are formed integrally.

Thereby, the flange is furthermore suitably arranged on a central plane of symmetry of the structural component.

Preferably, a further flange is provided on at least one longitudinal edge of the web, whereby the structural component is provided with two flanges arranged spaced apart from each other for the dissipation of power.

A preferred variant is characterized in that adjacent web members are formed by cutting into a plate alternately, namely once from a longitudinal edge region and once from the opposite longitudinal edge region, wherein the end regions of the web members, which project beyond the flange, are in each case connected to each other by means of a further flange.

A further preferred variant is characterized in that the web members are designed so as to be integrally connected in a preferably central area located between their ends with regard to their lengths and that the parts of the web members which extend away from said area toward one side and toward the other side in each case extend toward a flange in a manner bent in the same direction or in an opposite direction.

The structural components according to the invention can be excellently used for the formation of a planar-shaped supporting member, wherein the structural components are arranged next to each other and are connected to each other, preferably stuck together, with the flanges being arranged in one plane.

According to a preferred embodiment, flanges lying on one surface, in particular one plane, are formed integrally with a plate being formed, wherein the end regions of the web members are inserted into grooves incorporated in the plate.

Below, the invention is illustrated in further detail based on numerous embodiments, wherein

FIG. 1D illustrates a first variant and FIGS. 1A to 1E show the process of manufacture of such a structural component, in each case in an oblique view.

FIGS. 2A to 2D show a variant in an illustration analogous to FIGS. 1A-D.

FIG. 3 depicts the cross-section of a bearing structure formed from several structural components arranged next to each other and connected to each other.

FIG. 4 shows a further variant in an illustration analogous to FIG. 1D.

FIG. 5 depicts a supporting member formed from several structural components according to FIG. 4.

FIG. 6 shows, in an oblique view, a partial view of said variant with a roofing panel taken off.

FIG. 7 shows a further variant in an illustration analogous to FIG. 5.

FIGS. 8A to 8D again show a further embodiment in an illustration analogous to FIGS. 1A-D. The same applies to

FIGS. 9A to D, 10A to D, 11A to D, 12A to D and 13A to D, respectively.

FIGS. 14, 16 and 18 again concern cross-sectional views, wherein FIG. 15 depicts a partial view of FIG. 16 and

FIG. 17 depicts a partial view of FIG. 18, in each case in an oblique view.

FIGS. 19A-D and 20A-D show variants in an illustration analogous to FIGS. 1A-D.

FIG. 21 shows the variant shown in FIG. 19A-D according to another embodiment.

FIG. 22 shows the variant shown in FIG. 20A-D according to another embodiment.

FIG. 23 shows a structural component designed in an arcuate manner in the longitudinal direction, and

FIG. 24 shows a supporting member formed from such structural components.

According to the embodiment illustrated in FIG. 1D, a web 1 of a structural component 2 is formed by a plate 1′ (cf. FIG. 1A) which is divided into web members 6 integrally connected at the continuous longitudinal edge 5 by parallel incisions 3 (cf. FIG. 1B) which extend from a longitudinal edge 4 of the plate 1′ toward the opposite longitudinal edge 5. Adjacent web members 6 are bent by right- and left-hand bending, respectively (cf. FIG. 1C), toward different narrow edges 7, 8 of a flange 9 so that one web member 6 rests against the flange 9 with one side of the web 1 and the adjacent web member 6 rests against the flange 9 with the opposite side of the web 1. The web members 6 form the shape of an “S”, with the shape of the “S” being designed in a more or less stretched manner, which, however, depends on the longitudinal extension 10 of the web members 6. Since the web members 6 exhibit the same longitudinal extension 10, a symmetrical cross-section is produced. Also an asymmetrical cross-section can be achieved by different longitudinal extensions 10 of respective web members 6 adjacent to each other.

According to the variant illustrated in FIG. 1D, the free ends of the web members 6 are connected to the narrow edges 7, 8 of the flange 9 across the entire contact surface, for example, if the structural component is manufactured from wood by bonding or gluing, respectively.

The ends of the web members 6 terminate flush with the outside 10′ of the flange 4, which can be achieved in a simple manner by machining the structural component 2 which has been finished, e.g., by bonding or gluing, respectively.

As can be seen in FIG. 1E, flanges 9 can be arranged on both sides of the web 1 in the area of the longitudinal edge 5 of the web 1 where the web members 6 are integrally connected so that it is possible to manufacture a supporting member 11 formed from two or several or a plurality of structural components 2 arranged next to each other and connected to each other, e.g., by bonding or gluing, respectively, which is shown, for example, in FIG. 3. Preferably, this is done in such a way that the web members 6 bent on the left and on the right engage the free flanks of the added structural component 2 in a zipper system, wherein, furthermore, a flange 9 opposite the flanges 9 of the structural components 2 is inserted between the free end regions of the web members 6 of the adjacent structural components 2 and is connected to the end regions of the web members 6.

A particularly economic material utilization for the web material is illustrated with the aid of FIGS. 2A to 2D. According to FIG. 2A, two webs 1 are punched from a plate 1″, with the line of punching following line 12, which is indicated in a dashed manner. Thus, two webs 1 are produced from one plate 1″, as illustrated in FIG. 2B. Adjacent web members 6 of a web 1 are thereby located at a larger distance, which, in turn, corresponds to the width 13 of a web member 6. The left- and right-hand bending for the integration of a flange 9 is designed analogously to the variant depicted in FIG. 1D.

FIG. 4 illustrates an embodiment of a structural component 2 in which the web members 6 project with their free ends into a notch 14 of a flange 9 and are connected there to the flange 9. The depth of the notch 14 equals half the thickness 15 of the web members 6, the height of the notch 14 can be chosen according to the demands made on the structural component 2. FIG. 5 shows several structural components 2 designed according to FIG. 4, which are assembled into a supporting member 11.

If an individual structural component 2 is not desired but merely a supporting member 11 made up of several structural components 2 is required, it is also possible to design the flanges 9 in an integrally connected manner as a plate 16, wherein the webs 1 and the web members 6, respectively, are inserted into grooves 17 of the plate 16 and are connected to the plates 16 in those grooves 17. Such a variant is shown in FIG. 6 in an oblique view with the upper plate 16 being omitted and in FIG. 7 in profile. The groove depths conform to the thickness of the plates 16; they may account for up to a third of the thickness of the plates 16.

According to FIGS. 8A to 8D, web members 6 are formed by cutting completely through a plate 1′ to form individual elements. In doing so, it is required to fasten the web members 6 to the longitudinal edge 5 of the web 1, which is formed by the adjacent web members 6, by means of a flange 9, preferably inserting them between two adjacent flanges 9, which, in turn, can of course also be achieved if the flanges 9 are integrally connected and the web members 6 project into a groove, as illustrated in FIG. 6.

According to the embodiments illustrated in FIGS. 9A to 18, the web members 6 extend beyond a flange 9 on both sides thereof and are connected on both ends with a double “S” and a linear edge region being formed, namely either integrally, as illustrated in FIGS. 9B to 9D, or with the aid of one or two adjacent flanges 9, as shown in FIG. 13D. FIGS. 10D, 11D and 12D show hybrids, i.e., the web members 6 are connected to a flange at one longitudinal edge 4 or 5, respectively, of the web 1 and are integrally connected to each other at the opposite longitudinal edge.

According to the variant depicted in FIG. 9D, a plate 1′ forming the web 1 (cf. FIG. 9A) is slotted only between the longitudinal edges 4, 5 (cf. FIG. 9B) so that the web members 6 are still integrally connected on both sides. This is then followed by left-right-bending of the sections of adjacent web members 6 which are central with regard to height and by threading a flange 9 into the space formed by the convexities of the web members 6.

According to FIG. 10D, the web members 6 are integrally connected only at one longitudinal edge 5.

A special feature is also shown by FIG. 11B, according to which adjacent web members 6 are integrally connected once at one longitudinal edge 4 and once at the opposite longitudinal edge 5 of the web 1. Also in that case, threading of a flange 9 into the space formed by the bulges of the web members 6 is required.

FIG. 12A, in turn, shows an economic utilization of a plate 1″ for the web 1 so that two webs 1 can be formed from said plate 1″. This is again effected by punching along the dashed line 12 of FIG. 12A. Said variant—like the variant according to FIG. 2D—is of interest if a larger web member distance is sufficient for the load-bearing capacity of the structural component 2.

FIG. 13D, in turn, shows a structural component 2 in which the web members 6 are individual parts which are completely separate from the respective adjacent web member 6.

FIGS. 14 to 18 show variants of the formation of a supporting member 11 formed from two, several or a plurality of structural components 2, as shown in FIGS. 9D, 10D, 11D, 12D and 13D, wherein the ends of the web members 6 again terminate planely with flanges 9 (FIG. 14) or project into notches 14 of the flanges 9, namely of those flanges which are arranged on the outside of the supporting member 11. FIGS. 17 and 18, in turn, illustrate an integral design of the outside flanges as plates 16 of the supporting member 11, with the web members 6 again projecting into grooves 17 of those plates, analogously to the illustration of FIG. 7.

A structural component 2 of a special type is also shown in FIGS. 19D and 20D. In said structural component, the web members 6 are integrally connected at the centre of their longitudinal extension, which is accomplished by cutting into a plate 1′ for the web from both longitudinal edges 4, 5 as far as to a central linear longitudinal area 18 (cf. FIGS. 19B and 20B). After folding the ends of the web members 6 on the left and on the right, two flanges 9, which are connected to the ends of the web members 6, may be inserted between the ends of the web members 6. In that case, the structural component 2 does not require a flange 9 which is central with regard to height.

According to FIG. 19D, the two ends of a web member 6 are, in each case, bent toward the same flange side 7 or 8, respectively, according to the variant illustrated in FIG. 20D, they are, in each case, bent toward different sides 7 or 8, respectively, of the flange 9.

The structural components 2 according to FIGS. 19D and 20D may again be assembled—as described before according to the zipper type—by arranging them next to each other and connecting them to form a plate-shaped supporting member 11.

With such a plate-shaped supporting member 11, a flange 9 which is central with regard to height can of course also be used to provide a particular reinforcement, as illustrated in FIGS. 21 and 22. Said flange will then rest against the web members 6 at the height of the integrally connected areas 18 thereof and will also be connected to the web members 6 in those areas, again by bonding or gluing.

The invention is not only restricted to linear structural components; rather, those components may also be designed in an arcuate manner, which is illustrated in FIG. 23. In that case, the arc shape is predetermined by the arc shape of the flange 9 or of the flanges 9, respectively. By arranging such arcuate structural components next to one another, arcuate plane-shaped supporting members 11 may also be formed (cf. FIG. 24).

In order to achieve a high load-bearing capacity with, at the same time, good torsional capacity, the ratio of the width of the flange to the height of the structural component 2 ranges between 1:20 and 1:1, preferably from 1:6 to 1:1, in particular from 1:3.5 to 1:2.5.

The structural component 2 is preferably formed entirely from wood, with the flange 9 preferably being manufactured from plywood and the web 1 suitably being formed from a three-layered plywood or a five-layered plywood and the wood fibres of the outer layers of the plywood extending in the longitudinal direction of the structural component 2. Constructions of this kind provide a particularly good ratio between the dead weight and the load-bearing capacity. In addition, low-grade sawn timber from the sawmill industry can be used for the flange 9, resulting in an increase in the added value of said timber.

If the structural component 2 is joined together by an adhesive material, glues, in particular synthetic resin glues and PU-glues, are preferably used as adhesive materials for wood. Modern adhesives which are microwave or UV-curing offer further possibilities. It is likewise possible to use a film glue instead of a liquid glue.

Preferably, the continuous cavity formed by the web 1 and the flange 9 is filled with a material such as, for example, silica sand, cellulose flakes, PU-foam, pearlites, etc.

The filling leads to various solutions for all kinds of problems, such as, e.g., for satisfying thermic and acoustic demands. As desired, the filling can occur prior to or after the installation of the structural component, the latter involving the advantage of easier manipulation, particularly since in that case only the lightweight hollow structural components 2 have to be transported.

A structural component 2 with a symmetrical cross-section characterized in that the end region of the web 1 lies in the centre of the width of the flange 9 is advantageous in terms of stress.

A further preferred use of a structural component 2 according to the invention becomes evident after assembling several of the structural components to form sheet materials which may serve as wall elements and wall coverings, respectively. The sheet materials can also be used as formwork elements for concrete construction and as moulding elements for large trusses, silos, etc.

The structural component 2 according to the invention has the advantage that, in principle, it can be formed from all kinds of materials on the whole and also from various materials for the flange 9 and the web 1, respectively, wherein, for the web 1, predominantly materials are considered which are able to absorb shearing forces and, in addition, are flexible and preferably glueable. The web 1 can, for example, be made of cardboard, plastic, sheet metal, multi-layered plywood or other wood materials. It is likewise possible to make the flange 9 from various materials such as plastic, cardboard, multi-layered plywood or also from metal.

Patent Citations
Cited PatentFiling datePublication dateApplicantTitle
US1542507 *Oct 1, 1923Jun 16, 1925Wilson Kearney MartinAdjustable line pole
US1598129 *Oct 9, 1924Aug 31, 1926Gersman Harvey MExpanded trussed beam
US1733778 *Apr 14, 1927Oct 29, 1929Connell William SMetal stud and joist
US2142637 *Sep 1, 1936Jan 3, 1939Alfred Faber HerbertLota-beam
US2154944Mar 16, 1938Apr 18, 1939Soule Steel CompanyStructural member
US2157233 *Dec 14, 1938May 9, 1939Gelb Jr Robert UMetallic girder
US2220596 *Apr 4, 1938Nov 5, 1940M And M Wood Working CompanyPanel
US2796921 *Apr 16, 1954Jun 25, 1957The UniSinuous spring attaching means
US3111204 *Aug 22, 1960Nov 19, 1963British Uralite LtdStructural element and a method of making a structural element
US3245186 *Nov 24, 1961Apr 12, 1966Robertson Co H HComposite floor and apparatus therefor
US3256670 *Jul 13, 1962Jun 21, 1966Ennio TersigniPrefabricated steel joist adapted for the reinforcement of floors
US3349535 *Apr 15, 1964Oct 31, 1967United States Gypsum CoStructural member with an x configuration web
US3376684 *Oct 16, 1963Apr 9, 1968Gen Dynamics CorpDouble reverse corrugated material
US3461636 *Jun 1, 1965Aug 19, 1969Geoffrey Benjamin HernElongated structural units
US3737964 *Jul 27, 1971Jun 12, 1973Jury & Spiers Pty LtdExpanded structural members
US3945168 *Apr 15, 1974Mar 23, 1976Hambro Structural Systems LimitedReusable spanner bar
US4004334 *Mar 10, 1976Jan 25, 1977Greenley Henry RMethod of making a structural member
US4160350 *Jul 3, 1978Jul 10, 1979Craib Rupert GFloor joist plate
US4228631 *Sep 12, 1978Oct 21, 1980Geffe Bruce THollow rectangular joist
US4291515 *Oct 24, 1979Sep 29, 1981John Lysaght International Holdings S.A.Structural elements
US4442650 *Dec 15, 1977Apr 17, 1984Sivachenko Eugene WGirder construction
US4475328 *Jul 27, 1982Oct 9, 1984Moehlenpah Industries, Inc.Web member
US4490958 *Oct 17, 1983Jan 1, 1985Lowe Colin FSheet metal beam
US4501102 *Mar 11, 1982Feb 26, 1985James KnowlesComposite wood beam and method of making same
US4506487 *Mar 10, 1983Mar 26, 1985Arne HillSteel truss
US4523419 *Jun 24, 1983Jun 18, 1985Gang-Nail Systems, Inc.Ribbed connector and joist structure
US4726166 *Mar 14, 1986Feb 23, 1988American Motors CorporationVehicle frame rail assembly and underbody construction
US4819400 *Mar 24, 1986Apr 11, 1989Bjorn LarssonBeam and method for the production thereof
US4885892 *Jun 16, 1988Dec 12, 1989Gooding P GComposite beams
US4947612 *May 2, 1988Aug 14, 1990Taylor John W RBracing system
US5301486 *Dec 13, 1991Apr 12, 1994Western Interlok Systems, Ltd.Bracing system
US5519978 *Feb 7, 1994May 28, 1996Sucato; EdwardStud assembly
US5524410 *Jan 31, 1994Jun 11, 1996National Gypsum CompanyFraming components of expanded metal, and method of making such components
US5551135 *May 25, 1994Sep 3, 1996Powers, Iii; JohnMethod of fabricating a metal purlin and method of fabricating a building therewith
US5588273 *Feb 6, 1995Dec 31, 1996Csagoly; Paul F.Structural beam
US5617693 *Jan 22, 1996Apr 8, 1997Hefner; Richard P.Prefabricated wall trusses for super-insulated walls
US5653079 *Dec 21, 1995Aug 5, 1997United Steel Products CompanyTruss bracket
US5685124Apr 26, 1996Nov 11, 1997Jandl, Jr.; AdolfWall, ceiling or roof elements with heat insulation properties on one side and sound insulation properties on the other
US6212846 *Feb 9, 2000Apr 10, 2001Franklin E. JohnstonIsosceles joist
US6416114 *Nov 10, 2000Jul 9, 2002Benteler AgSide impact beam
US6497080 *Jun 10, 1999Dec 24, 2002Don Robin Brett MalcolmZ-stud structural member
US6701688 *Sep 26, 2001Mar 9, 2004Societe Civile De Brevets MatiereReinforcing cage for an armored concrete element
US6976343 *Apr 24, 2003Dec 20, 2005Mcgushion Kevin DCompressive flange sinusoidal structural member
US20020148189 *Apr 12, 2001Oct 17, 2002Steadman Willam DavidSupport assembly
US20020148193 *Apr 17, 2001Oct 17, 2002Romaro 2000 LimiteeStructural wooden joist
US20080148657 *Jan 24, 2006Jun 26, 2008Stefan KrestelSupport-Type Component That Is Composed Of Individual Sections And Method And Device For Producing Said Component
USD265688 *Jul 9, 1980Aug 3, 1982 Construction beam
AT285129B Title not available
GB560913A Title not available
WO2006079134A1Jan 24, 2006Aug 3, 2006Stefan KrestelSupport-type component that is composed of individual sections and method and device for producing said component
Classifications
U.S. Classification52/840, 52/696, 52/635, 52/836, 52/837, 52/838
International ClassificationE04C3/00
Cooperative ClassificationE04C3/16, E04C3/083, E04C3/292, E04B5/02, E04C3/38
European ClassificationE04B5/02, E04C3/38, E04C3/16, E04C3/292, E04C3/08B